HomeMy WebLinkAboutS-423812A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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BOLT HOLES - 3 PLCS f�-EX. SEWER MAIN i i ! I PROPERTY LINE
DIA B C (SEE DETAIL) i i C)
EQUALLY SPACED 120• JSEWER
SPOOL I I I m
APART ON 23 1/16' (LENGTH AS NEEDED) I I ' lo 3'-0" MIN �(
i rW (SEE NOTE 7) LIMITS OF PIPE ZONE s' SEWER STUB I I I V
I I ;•: 0C- FUTURE 4=SLOE SEWER0Pgd0(3) BLT SOC. (ALLEN HEAD) I I I -\-0-R A-0- 5/8'-11 X 2,0 SS i I ` 2"x 4" STUD MARKING POST PAINTED
a o _kIXus o oQ 0 '� � PART # 00961206DOM �� I I I I 6" CAP WHITE WITH THE WORD "SEWER- STENCILED
J_U U—IJio11o�o® i 6I I I I IN 3" HIGH BLACK LETTERS AND #6 WARE
=UM MAIN TEE X 6" TEE I I I w WRAPPED AROUND THE STUD AND
I EXTENDED TO THE TOP OF THE STUD
Et�166- ISIDEWALK i.Z
0 BEDDING MATERIAL FOR �
EWE a� SANITARY SEWER PIPE O.D.COUPLING (TYP)
_ _e� ;
a o 0 0 0 Of I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
0 0 0 0 0 0 o v SEE NOTE 5 EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
0 } PIPE II ( L!7
= APPROVED EQUAL, SPECIFY "SEWER" ON L4D),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD t' ry)
LLI FOUNDATION LEVEL 6 I CONCRETE PAD TO BE 8" IN DEPTH C)OHO
I—
z� I� ��0
---------------
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W BEDDING FOR SANITARY SEWER PIPE REQUIRED
PLAN VIEW _ AS N
U EXISTING SANITARY
IN
1 3/16' SEWER MAIN ---2 0% MIN SLOPE ` Q
130mml !!! \ ��FUTURE
4" SIDE SEWER
Z 3/4, 1 6" SEWER STUB `6"X6"X6" WYE FUTURE 6"x 4" REDUCER
C19roro] J
Z 25' DIA SEWER MAIN SIZE X fi" TEE
2 11/16' C635mm] J-- NOTES.
168mm1 1" ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
C25mm1 11/16'�
i I 117ron] 1.. PROVIDE UNIFORM SUPPORT UNDER BARREL A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). T
BOLTING DETAIL 2. HAND TAMP UNDER HAUNCHES. B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) o
~ SECTION VIEW 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY C PVC do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE M
06 OVER PIPE. HAND TAMP ONLY.
(OR APPROVED EQUAL)
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE ^ D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) C)U) STANDARD SPECIFICATIONS E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ), CUT IN A NEW PVC "TEE" USING C)"STRONG-SACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). N1
(3) 5/8' EON LOCK®POCKETS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) F HOPE - CORE -DRILLED WITH A ROMAC SADDLE 'INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER ^
W EQUALLY SPACED 120' APART OF THE STANDARD SPECIFICATIONS `V
ON A 23-1/16' DIA B C G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
1 1/16' 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
125 1/4' DIA C27mm] LINE IS MAINTAINED
f641mm1
NOTES7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE NOTES.
.6' STANDARD SPECIFICATIONS. 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
0c152mml 1 ALL FRAME AND COVERS ASSEMBLIES SHALL RENTON PUBLIC WORKS DEPARTMENT
0HAVE A LOCKING LID PER EAST JORDAN IRON
23 3/8' DIA WORKS INC PRODUCT No 00370076 OR EQUAL 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
C594mm] 2 USE FRAME AND COVER FOR SANITARY SEWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
Q27 9/16' DIA (SPECIFY "SEWER") 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
W 1700mm] 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
SECTION VIEW 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 NTS
U 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON Not Used
10� 4
" � STD. PLAN - 401.2
♦ PUBLIC WORKS SEWER MANHOLE FRAME AND COVER[MAIR80ffl"Idby- -- STD. PLAN - 405 STD. PLAN - 406.1
.,�SIDE SEWER STUB
DEPARTMENT PRIVATE -OWNED Martin PastuchW126120 1 12: ♦ PUBLIC WORKS PIPE BEDDING APP .♦,� PUBLIC WORKS APP
w ( DEPARTMENT Martin PastuCW26�202 12: I DEPARTMENT INSTALLATION Martin PastuCftW26/202 1 12:
Q#�949D DAB FOR SANITARY SEWERS (SEWER MAIN TO PROPERTY LINE)
61FD9BB449D(._AWJJjFD968uqc'DATE
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z NTS NTS NTS
Private Sewer Manhole Frame & Cover Sewer Pipe Bedding 2 Side Sewer Stub Installation 3
01 P g
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—J TESTING CONNECTION TESTING CONNECTION
EXISTING METERED BACKFLOW ASSEMBLY
WATER MAIN 41)2(TO BE VALVEBTAINED FROM
METER
wPOLYPIG STATION PER STD PLAN 300.6 POLYPIG STATION PER STD PLAN 300.6
V J (1) VERTICAL CROSS (MJxFL) (1) VERTICAL CROSS (MJxFL) HYDRANT ON EXISTING WATER MAIN
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
o (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY (1) BLIND FLANGE ON BOTTOM WITH TEMPORARY THRUST BLOCKING (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING10+a �/ � Ofln NEW DI WATER MAIN
'111
m.. EXISTING WATER MAIN ]MIJ
NEWDI WATER MAINTEMPORARY BLOCKING
CONNECTION TO EXISTING MAIN (BY CITY FORCES) TEMPORARY BLOCKING TEMPORARY BLOW -OFF ASSEMBLY
(1) TEE (FLxFL) EXISTING TEE, CAP, PLUG, SUPPLY HOSE w
(2) DI SPOOLS OR DEAD END LINE, (1) 2" GALVANIZED PIPE
(2) SOLID SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) DO NOT DISTURB BLOCKING (1) 2" 90" BEND
(3) GATE VALVES (FLxMJ) (1) 2" GATE VALVE
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 w
U
0
FINAL CONNECTION z
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NEW DI WATER MAIN
EEL
FINAL CONNECTION ��/�. �j // Q
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES TEMPORARY BLOCKING
FINAL CONNECTION (BY CITY FORCES) �
(2) DI SPOOLS UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, 06
(1) DI SLEEVE (MJ) AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING POLYPIG STATION
AND TEMPORARY BLOW -OFF ASSEMBLIES (1) VERTICAL CROSS (MJxFL), SIZE TO MATCH WATER MAIN
a FINAL CONNECTION (BY CITY FORCES) (1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS
a o "OOo o NEW DI WATER MAIN
(1) DI SPOOL (1) TEMPORARY BLOW -OFF ASSEMBLY L.L
(1) DI SLEEVE (MJ) (1) BLIND FLANGE ON BOTTOM OF CROSS w
a (1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING
1---
M.-O'D NEW DI WATER MAIN Q
NOTES:
NTS
1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN. Not Used 8 o
2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW
WATER MAIN. S-423812 W-423812 =
3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG.
STD. PLAN -300.3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
♦' �' PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED: 4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED U
DEPARTMENT CUT -IN TEE AND THREE VALVES AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED. 1 E
DATE 5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6%AVAILABLE DEVELOPMENT ENGINEERING vJ
CHLORINE SOLUTION. ♦ H U)
NJanders 05/10/2023
STD. PLAN - 300.4 STD. PLAN - 300.7 LU
PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED: - -- PUBLIC WORKS APPROVED:
DEPARTMENT DEPARTMENT POLYPIGGING NEW WATER MAINS WASTEWATER UTILITY z
EXISTING TEE OR END LINE CAP
NTS P k wo;k°°Adm",t.ato NT�TF P k w rk,Aam t, for NT�TF WATER UTILITY ♦ ,
S Water Main Connection Cut -In 5 Water Main Connection Tee Poll I 7 ABDOULGAFOUR05/12/2023 jstowell 05/15/2023
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SURVEYED: SCALE,
HORRONTCI NAD lava/1s91 05 01 2023
WH PACIFIC VERTICAL NAVD 1sa6
0 E N COUGHLINPORTERLUNDEEN AS SHOWN CITY OF SEATTLE SOUNDERS FC HEADQUARTERS / / W DESIGNED: & TRAINING CENTER J
M L FIELDBOOK:
o 33708 E R A SAS � RENTON RENTON WASHINGTON
DRAWN:
� STRUCTURAL CIVIL SEISMIC ENGINEERING PAGE:
7 DRAWING N//0jj:
�SIONALE801 SECOND AVENUE, SUITE 900 (206)343-0460 CHECKED: ATOFULLINSOALE DATUM Planning/Building/Public Works Dept. UTILITY DETAILS C`t•22 Q
��% T 0 R SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
I0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 52 OF: 7 l LU
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